{"id":25645,"date":"2016-11-25T11:26:36","date_gmt":"2016-11-25T09:26:36","guid":{"rendered":"https:\/\/www.geostru.eu\/ro\/?p=25645"},"modified":"2017-06-02T17:50:59","modified_gmt":"2017-06-02T15:50:59","slug":"comparatie-rezultate-mp-vs-rezultate-de-calcul-ghid-de-proiectare-geotehnica","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/11\/25\/comparatie-rezultate-mp-vs-rezultate-de-calcul-ghid-de-proiectare-geotehnica\/","title":{"rendered":"Comparatie rezultate MP vs. rezultate de calcul (Ghid de proiectare geotehnica)"},"content":{"rendered":"

Comparatie rezultate MP vs. Exemplul de calcul 2 (Ghid de proiectare geotehnica\/Proiectarea geotehnica a fundatiilor pe piloti<\/a>)<\/h3>\n

Prezentul document prezinta comparatia dintre rezultatele obtinute pentru calculul capacitatii portante ultime la compresiune a unui pilot armat\u00a0 care strabate un strat de pamant foarte compresibil in programul MP<\/strong> <\/a>si in Exemplul 2.2 pagina 77 din Ghidul de proiectare geotehnica\/Proiectarea geotehnica a fundatiilor pe piloti<\/a>.<\/p>\n

Pilot forat cu tubaj recuperabil, cu sectiune circulara (d=0.40m)<\/p>\n

\"schita_exemplu2\"<\/p>\n

Pentru articolul complet click aici<\/a><\/p>\n

Abordari de calcul<\/u><\/strong><\/p>\n

AB1G1: A1+M1+R1<\/u><\/p>\n

M1: \u03b3\u03c6`<\/sub>= \u03b3\u03b3<\/sub>= \u03b3c`<\/sub>= \u03b3cu<\/sub>= 1.00<\/p>\n

R1: \u03b3b<\/sub>=1.25 ; \u03b3s <\/sub>=1.00 conform Tabel A7 (RO)<\/p>\n

Formula lui Terzaghi<\/em><\/strong><\/p>\n

Solutia propus\u00e3 de Terzaghi consider\u00e3 c\u00e3 terenul existent deasupra ad\u00e2ncimii la care a ajuns v\u00e2rful pilotului poate fi \u00eenlocuit de o suprasarcin\u00e3 echivalent\u00e3 cu tensiunea vertical\u00e3 efficac (neglij\u00e2nd faptul c\u00e3 interactiunea dintre pilot si fundatie ar putea modifica aceast\u00e3 valoare)e si conduce analizza la problema capacit\u00e3tii portante a unei fundatii superficiale.<\/p>\n

Formula lui Terzaghi poate fi scris\u00e3:<\/p>\n

Pentru articolul complet click aici<\/a><\/p>\n

Rezultatele obtinute sunt prezentate in tabelul 1<\/p>\n

 <\/p>\n

Metoda lui Vesic<\/strong><\/p>\n

Vesic a asimilat problema rupturii \u00een jurul v\u00e2rfului pilotului si aceea a expansiunii unei cavit\u00e3ti cilindrice \u00een mediu elastico-plastic, \u00een asa fel \u00eenc\u00e2 s\u00e3 se tin\u00e3 cont si de compresibilitatea mediului.<\/p>\n

Dup\u00e3 Vesic <\/em>coeficientii capacittii portante Nq<\/em>\u00a0si Nc<\/em>\u00a0se pot calcula dupa cum urmeaza:<\/p>\n

 <\/p>\n

Pentru articolul complet click aici<\/a><\/p>\n

 <\/p>\n

Tabelul 1<\/strong><\/p>\n\n\n\n\n\n\n\n
<\/td>\nMP<\/strong><\/td>\nGhid de proiectare geotehnica<\/strong><\/td>\n<\/tr>\n
Berezantzev (1970)<\/td>\nTerzaghi<\/td>\nJanbu<\/td>\nHansen<\/td>\nVesic<\/td>\nBerezantev (1965)<\/td>\n<\/tr>\n
Rb;d <\/sub><\/p>\n

(kN)<\/td>\n

723.45<\/td>\n497.01<\/strong><\/span><\/td>\n328.98<\/td>\n564.23<\/td>\n545.68<\/td>\n187.20<\/td>\n354.4<\/strong><\/span><\/td>\n<\/tr>\n
Rs;d <\/sub><\/p>\n

(kN)<\/td>\n

281.79<\/td>\n281.79<\/strong><\/span><\/td>\n281.79<\/td>\n281.79<\/td>\n281.79<\/td>\n281.79<\/td>\n381.5<\/strong><\/span><\/td>\n<\/tr>\n
Rc;d <\/sub><\/p>\n

(kN)<\/td>\n

973.82<\/td>\n747.38<\/strong><\/span><\/td>\n579.35<\/td>\n814.60<\/td>\n796.05<\/td>\n437.59<\/td>\n735.9<\/strong><\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

\u00a0<\/em><\/p>\n

Pentru articolul complet click aici<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"

Comparatie rezultate MP vs. Exemplul de calcul 2 (Ghid de proiectare geotehnica\/Proiectarea geotehnica a fundatiilor pe piloti) Prezentul document prezinta comparatia dintre rezultatele obtinute pentru calculul capacitatii portante ultime la compresiune a unui pilot armat\u00a0 care strabate un strat de pamant foarte compresibil in programul MP si in Exemplul 2.2 pagina 77 din Ghidul de…<\/p>\n","protected":false},"author":216,"featured_media":25741,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[637],"tags":[639],"class_list":["post-25645","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-comparatie-rezultate","tag-pilot-armat","category-637","description-off"],"yoast_head":"\nComparatie rezultate MP vs. rezultate de calcul<\/title>\n<meta name=\"description\" content=\"omparatie rezultate MP vs. Exemplul de calcul 2 (Ghid de proiectare 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He graduated in Civil Engineering, geotechnical track, at the University of Calabria in 1996, with a thesis entitled \\\"Programma di calcolo per l'analisi della stabilita dei pendii con metodi numerici avanzati\\\" (A calculation program for slope stability analysis using advanced numerical methods) - the work that became his first commercial product. He has been registered with the Order of Engineers of Reggio Calabria (no. 1839) since 1996. From 1996 to 1999 he worked as an analyst and software developer specialising in numerical algorithms, in Pascal, Visual Basic, Fortran and Visual C++, and in full-stack web development. He works with advanced 2D and 3D mathematical models and with graphics programming in OpenGL and DirectX. 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He graduated in Civil Engineering, geotechnical track, at the University of Calabria in 1996, with a thesis entitled \"Programma di calcolo per l'analisi della stabilita dei pendii con metodi numerici avanzati\" (A calculation program for slope stability analysis using advanced numerical methods) - the work that became his first commercial product. He has been registered with the Order of Engineers of Reggio Calabria (no. 1839) since 1996. From 1996 to 1999 he worked as an analyst and software developer specialising in numerical algorithms, in Pascal, Visual Basic, Fortran and Visual C++, and in full-stack web development. He works with advanced 2D and 3D mathematical models and with graphics programming in OpenGL and DirectX. In 1999 he founded GeoStru, an international geotechnical software house whose catalogue he largely authored: slope stability and rockfall analysis, foundations and retaining structures, finite element analysis, geophysics and site investigation, hydrology and hydrogeology, and reinforced concrete design. Since 2016 he has run SC Engsoft S.r.l. in Cluj-Napoca, Romania, and he is technical and scientific consultant to GoMeeting. His most recent work is GeoStru.ai, a platform delivering geotechnical and civil calculation through natural-language conversation while keeping the analysis itself on deterministic, auditable algorithms. Between 2005 and 2013 he co-supervised degree theses at the University of Calabria and the Mediterranea University of Reggio Calabria. He teaches accredited professional-development courses for geologists and engineers under accreditation from the Italian Consiglio Nazionale dei Geologi. His peer-reviewed work includes papers in Green World Journal (2021), Marine and Petroleum Geology (2022), Journal of Mediterranean Earth Sciences (2022), Geosciences (2024) and Bulletin of Engineering Geology and the Environment (2026), together with memorie at the XXVII and XXVIII Italian National Geotechnical Conferences. He co-authored \"Terre rinforzate\" (EPC Editore, 2023) and \"Terrae Motus\". He has been a member of AGI, ISRM, ISSMGE and AGI-IGS since 2014, and holds a certificate from AGS (Association of Geotechnical & Geoenvironmental Specialists). ORCID: 0009-0001-2495-6395 - Scopus Author ID: 57936189800 - Google Scholar: ZiY1VZUAAAAJ","sameAs":["http:\/\/www.geostru.eu"],"url":"https:\/\/www.geostru.eu\/ro\/blog\/author\/filippo-catanzariti\/"}]}},"_links":{"self":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts\/25645"}],"collection":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/users\/216"}],"replies":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/comments?post=25645"}],"version-history":[{"count":0,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts\/25645\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media\/25741"}],"wp:attachment":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media?parent=25645"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/categories?post=25645"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/tags?post=25645"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}